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HomeMy WebLinkAboutARB202100006 Plan - Submittal (First) 2021-01-12x CHARLOTTESVILLE - ALBEMARLE AIRPORT Uu' a CHARLOTTESVILLE, VIRGINIA W r�= PARKING LOT ELEVATOR &STAIR REPLACEMENT " ? fflfflk U! • � w 11� 0 m a I Ln U N O 0) I u7 N 04 prepared for CHARLOTTESVILLE - ALBEMARLE AIRPORT AUTHORITY PROPERTY INFORMATION OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22911 PHONE: 434-973-8342 ZONING: RA, U, EC, AIA, MANAGED STEEP SLOPES TAX MAP NO.: 32 PARCEL NO.: 10 SITE PLAN NOTE ALBEMARLE COUNTY REQUIREMENT: AN APPLICATION FOR MINOR SITE PLAN AMENDMENT IS REQUIRED FOR THE AIRPORTS SITE PLAN ON -FILE AT THE COUNTY. THE AMENDMENT WILL ADDRESS SITE DEVELOPMENT PLAN SDP-2014-00019. 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TITLE Cl COVER SHEET C2 GENERAL LAYOUT & NOTES C3 SITE PLAN E1 NORTH AND SOUTH ELEVATORS PARTIAL PLAN - LIGHTING PHOTOMETRICS E2 PARTIAL SITE PLAN - PHOTOMETRICS E3 DETAILS Li CONCEPTUAL LANDSCAPE PLAN Al ARCHITECTURAL: SITE PLAN - OPTION B A2 ARCHITECTURAL: LEVEL 2 - OPTION B A3 ARCHITECTURAL: LEVEL 1 - OPTION B A4 ARCHITECTURAL: ELEVATIONS - OPTION B A5 ARCHITECTURAL: SECTIONS - OPTION B AS ARCHITECTURAL: CEILING PLAN - OPTION B A7 ARCHITECTURAL: PARKING PERSPECTIVE VIEW - B A8 ARCHITECTURAL: AXONOMETRIC NORTH PAMUON A9 ARCHITECTURAL: AXONOMETRIC SOUTH PAVILION A10 ARCHITECTURAL: EAST APPROACH VIEW FROM ENTRANCE CORRIDOR (W1 TREES) All ARCHITECTURAL: EXTERIOR FINISHES REF #1 L SDP-2014-00019: SHEET 1 REF #2 1 SDP-2014-00019: SHEET 4 OF 27 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION SIGNATURE DATE o CO -- FL o M U)M i4 a w �o IRV 1 0I o a I/sl� W,/ r~—I Cd O a Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DECEMBER 2020 Scale NONE Drawn REK Checked CRJ Project No. 2215-1902 Sheet No. C1 Of c� 3 0 z w CD N 0 rn I N N STATE ROUTE 649 (f0 CHARLOTTESVILLE) GENERAL NOTES G1. THE CONTRACTOR SHALL MARK AND LIGHT THE AREAS OF CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AT NO TIME SHALL PUBLIC SAFETY BE COMPROMISED. THE CONTRACTORS EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY NAME. G2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND FACILITIES FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING BEFORE BEGINNING WORK. THE LOCATION OF EXISTING FACILITIES DEPICTED IN THESE PLANS ARE APPROXIMATE AND ARE SOLELY BASED ON SURFACE OBSERVATION. G3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY EXISTING UTILITIES OR FIXTURES THAT ARE DAMAGED BEFORE THE BEGINNING OF CONSTRUCTION. G4. ANY UTILITIES OR FACILITIES DAMAGED DURING THIS PROJECT BY THE CONTRACTOR'S MEN, EQUIPMENT OR SUBCONTRACTORS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS ADVISED THAT HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED. G5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, PAVEMENT SHOULDERS, HAUL ROUTES, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE TO ENSURE POSITIVE DRAINAGE. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTE FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL KEEP ALL DIRT AND DEBRIS OFF OF HARD SURFACES AT ALL TIMES. THE CONTRACTOR SHOULD ANTICIPATE ROUTINE SWEEPING OF ADJOINING PAVED AREAS. G6. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS AS PER THE PROJECT SPECIFICATIONS T-901 and T-908. THERE WILL BE NO MEASUREMENT FOR WORK DONE OUTSIDE OF THE PROJECT LIMITS. G7. THE OWNER SHALL OBTAIN THE ALBEMARLE COUNTY BUILDING PERMR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESEARCHING AND OBTAINING ALL OTHER PERMITS, LICENSES AND BONDS, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. G8. AT NO TIME SHALL THE CONTRACTOR (MEN, EQUIPMENT, AND/OR SUBCONTRACTORS) GO INSIDE OF THE AIRCRAFT OPERATIONS AREA. G9. CONTRACTOR SHALL NOT IMPEDE THE FLOW OF TRAFFIC ON THE AIRPORT ACCESS ROAD (BOWEN LOOP ROAD), EXCEPT DURING POURING OF CONCRETE FOR ENTRY PAVILION AND CRANE WORK ASSOCIATED WITH CANOPIES. SEE MAINTENANCE OF TRAFFIC PLAN. G10. EXCAVATING ADJACENT TO ROADWAY. SHORING WILL BE REQUIRED DURING EXCAVATION ADJACENT TO THE LOOP ROAD. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN, IDENTIFYING MEANS AND METHODS PROPOSED TO PERFORM THE REQUIRED WORK, TO THE AIRPORT MANAGEMENT AND ENGINEER NO LATER THAN AT THE PRE -CONSTRUCTION MEETING. A NOTICE TO PROCEED WILL NOT BE ISSUED UNTIL THIS PLAN IS IDENTIFIED AND ACKNOWLEDGED BY THE AIRPORT MANAGEMENT AND ENGINEER. G11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL WASTE MATERIAL FROM THE SITE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROKEN CONCRETE, PACKAGING, ASPHALT, TRASH, ETC. THE CONTRACTOR SHALL COORDINATE THE NECESSARY RECEPTACLES FOR THE DISPOSAL OF DAILY TRASH FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF THE SITE AFTER EACH DAYS WORK. i G12. THE CONTRACTORS EMPLOYEES SHALL PARK ONLY IN THE AREA DESIGNATED BY THE ENGINEER/OWNER. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. G13. TOPOGRAPHIC SURVEY INFORMATION PREPARED BY: LINCOLN SURVEYING 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 G14. GEOTECHNICAL INFORMATION PREPARED BY: ECS MID -ATLANTIC, LLC. 4004 HUNDERSTAND COURT, SUITE 102 CHARLOTTESVILLE, VIRGINIA 22911 G15. HORIZONTAL CONTROL: VIRGINIA STATE PLANE SOUTH ZONE NAD 83. VERTICAL CONTROL: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). Gib. THE CONTRACTOR IS RESPONSIBLE FOR THE STAKING OF THE BASELINE AND ALL ITEMS NECESSARY TO CONSTRUCT THE PROJECT. THE ENGINEER HAS PROVIDED THREE BENCHMARKS FOR VERTICAL AND HORIZONTAL CONTROL. CONTROL POINTS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. G17. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS/HER WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY THE OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS DIRECTED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. G18. ANY LISTED MANUFACTURERS EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. G19. IN THE EVENT THAT FUNDS ARE NOT AVAILABLE, THE OWNER RESERVES THE RIGHT TO NOT AWARD THE CONTRACT. THE PURPOSE OF THIS PLAN IS TO ESTABLISH REQUIREMENTS DIRECTLY RELATED TO THE SAFETY OF AIRPORT PATRONS IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA AND THE SAFETY OF THE CONTRACTOR'S PERSONNEL. THESE REQUIREMENTS SHALL BE STRICTLY FOLLOWED BY THE CONTRACTOR AND HIS SUBCONTRACTORS FOR THE DURATION OF THIS PROJECT. St. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL GIVE A MINIMUM 7-DAYS WRITTEN NOTICE TO THE AIRPORT MANAGEMENT AND PROJECT ENGINEER. S2. THE CONTRACTOR SHALL COORDINATE INGRESS AND EGRESS REQUIREMENTS WITH THE AIRPORT MANAGEMENT AND THE PROJECT ENGINEER. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTROL ACCESS TO THE PROJECT SITE. S3. ALL CONSTRUCTION VEHICLES INCLUDING PERSONAL VEHICLES, MUST BE PARKED WITHIN IDENTIFIED STAGING AREAS UNLESS OTHERWISE COORDINATED WITH AIRPORT MANAGEMENT AND ENGINEER. ALL VEHICLES OPERATING ON AIRPORT PROPERTY SHALL BE IDENTIFIED WITH COMPANY NAME. S4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATIVE AND ALTERNATE TO CONTACT ON A 24 HOUR BASIS. FOR EACH INDIVIDUAL, DAYTIME, NIGHTTIME AND/OR CELL PHONE NUMBERS SHALL BE PROVIDED TO THE AIRPORT MANAGEMENT, PUBLIC SAFETY PERSONNEL AND ENGINEER AT THE PRE -CONSTRUCTION MEETING. S5. ALL EQUIPMENT AND MATERIALS SHALL BE RETURNED TO THE STAGING AREA AT THE END OF EACH DAYS WORK. S6. THE CONTRACTOR SHALL KEEP ALL ACTIVE AIRPORT PAVEMENTS CLEAR OF ALL DEBRIS, STONE, DIRT, MUD, CONCRETE, ETC. DURING CONSTRUCTION. ALL ACTIVE PAVEMENTS SHALL BE CLEANED OF CONSTRUCTION DEBRIS AND SPILLAGE IMMEDIATELY. THE CONTRACTOR SHALL VISUALLY INSPECT THE ACTIVE PAVEMENTS AFTER EACH CROSSING BY VEHICLES THROUGHOUT THE DURATION OF THE PROJECT. S7. THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS OF LITTER, LOOSE PAPERS, DEBRIS, ETC. DAILY OR AS DIRECTED BY AIRPORT MANAGEMENT OR THE ENGINEER. ALL DEBRIS SHALL BE CLEANED UP AND PROPERLY DISPOSED OF PRIOR TO THE RELEASE OF THE CONTRACTORS EMPLOYEES OR SUBCONTRACTORS. S8. THE CONTRACTOR SHALL COORDINATE ALL ACCESS ROUTES TO ALL CONSTRUCTION AREAS WITH THE ENGINEER AND AIRPORT MANAGEMENT. S9. INSPECTIONS WILL BE MADE BY THE AIRPORT AND ENGINEER DURING THE PROJECT TO ENSURE THAT THE CONTRACTOR IS FOLLOWING THE RECOMMENDED SAFETY PLAN PROCEDURES. S10. IT IS THE CONTRACTORS RESPONSIBILITY TO PLACE AND RELOCATE, AS NECESSARY, THE PROPER BARRICADES AND SAFETY FENCING AS REQUIRED FOR THIS PROJECT. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. S11. ALL BARRICADES SHALL BE INSPECTED BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND SECURED PRIOR TO LEAVING SITE. PHASING NOTES CONTRACT TIME: 180 CALENDAR DAYS (BASE BID) LIQUIDATED DAMAGES IN THE AMOUNT OF 9500.00 PER CALENDAR DAY WILL BE ASSESSED AGAINST THE CONTRACTOR FOR EVERY CALENDAR DAY THAT THE CONTRACT TIME PLUS APPROVED EXTENSIONS IS EXCEEDED. THE PHASING PLAN SHOWN IS A CONSERVATIVE APPROACH TO THE SUCCESSFUL COMPLETION OF THE PROJECT BASED ON THE CONTRACT TIME NOTED. THE AIRPORT IS TO REMAIN OPEN FOR THE DURATION OF THE CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO WORK WITH THE AIRPORT MANAGEMENT IN MAKING SURE THAT ACCESS TO THE AIRPORT IS POSSIBLE AT ALL TIMES. THERE WILL BE NO SEPARATE PAY ITEM FOR ACCESS COORDINATION. ANY COSTS ASSUMED FOR COORDINATING ACCESS SHOULD BE INCLUDED IN THE COST FOR MOBILIZATION. NO ADDITIONAL CALENDAR DAYS WILL BE ADDED TO THE PROJECT FOR REVISED PHASING PLANS. P1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL GIVE A MINIMUM OF 7-DAYS WRITTEN NOTICE TO THE AIRPORT MANAGEMENT AND PROJECT ENGINEER. P2. THE CONTRACTOR SHALL SUBMIT A PRELIMINARY PROJECT SCHEDULE IDENTIFYING MAJOR TASK ITEMS TO THE ENGINEER AND AIRPORT MANAGEMENT AT THE PRE -CONSTRUCTION MEETING. A FINAL PROJECT SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION OPERATIONS OR 30 DAYS AFTER PRE -CONSTRUCTION MEETING, WHICHEVER IS LESS. P3. THE CONTRACTOR SHALL VERIFY LOCATION AND PLACEMENT OF ALL BARRICADES IN THE FIELD WITH THE AIRPORT'S INSPECTOR. THE LOCATION OF THE BARRICADES SHALL BE IN ACCORDANCE TO THE PROJECT MAINTENANCE OF TRAFFIC PLAN. THE CONDITION AND LOCATION OF ALL BARRICADES SHALL BE CHECKED DAILY BY THE CONTRACTOR. THE CONTRACTOR MAY BE ASKED TO RELOCATE OR PLACE BARRICADES IN DIFFERENT LOCATIONS IN ORDER TO IMPROVE AIRPORT OPERATIONS. THIS SHALL BE DONE WITHOUT ADDITIONAL COST TO THE OWNER. P4. THE CONTRACTOR'S SUPERINTENDENT SHALL HAVE REGULAR BI-WEEKLY MEETINGS WITH THE AIRPORT'S INSPECTOR. THE PROJECT SCHEDULE SHALL BE REVIEWED AT EACH MEETING, AS WELL AS WORK ANTICIPATED FOR THE WEEK. P5. THE CONTRACTOR SHALL FOLLOW ALL SAFETY PLAN REQUIREMENTS AS STATED IN THE SAFETY PLAN NOTES. NO DEVIATION WILL BE ALLOWED UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND/OR AIRPORT'S INSPECTOR. C1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. C2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. C3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. C4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. C5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. C6. PAVED, RIPRAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. C7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. C8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. C9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BM1Q x x SF - SF LEGEND AIRPORT PROPERTY LINE HAUL ROUTE BENCH MARK EXISTING FENCE CONTRACTOR STAGING AREA EXISTING TREE LINE SILT FENCE (SF 3.05) BENCHMARK SCHEDULE STATION OFFSET BASELINE NORTHING EASTING ELEVATIONS BM1 10+00.00 O'L "C" 3938727.1233 11497775.5681 604.23 BM2 14+00.00 O'L "C.' 3938356.5089 11497625.0856 604.48 BM3 18+00.00 O'L "C" 3937985.8946 11497474.6030 604.95 100 0 100 200 1 " = 100, scale feet o 0 FLo a U) M Cd Cq szl a cl�O O O O rl lfJ D co O W �z 01.4 P� bM 0 CIS Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DECEMBER 2020 Scale 1 "=100' Drawn RFK Checked CRJ Project No. 2215-1902 Sheet No. C2 Of LEGEND i €3 I � U x II O I N /12X5 O O COMM MH TOP 618.25 ELECTRIC I 7: VAULT I � o R� W W W I I� —W LP �7 15" RCP — I ° SEE LANDSCAPE NOTE 1 LP E LIGHT POLEITO BE REMOVED E E LP W/BASE SW p PROPOSED S UTH ELEVATOR PAVILION57< STA 16+00 L — — — — II� EXISTING STAIRS TO REMAIN STA 15+00 193 TERMINAL BUILDING / OSSI1dE ELF,2iRIC / OR MMU f CA LINE ELECTRIC VAULT gOWEN LOOP -W W GHT POLE TO W O �s RIEMAIN O SSMH SITOP 6117.9 - Q E n LP W/ ASE 15" RCP 4 ,� E + LP W/BASE CG-3 CONCRETE SIDEWALK CONSTRUCT — MASONRY WALL BRICK STAIRS EXISTING STAIRS TO BE DEMOLISHED Q/ TO BE REMOVED AND REPLACED. SEE LANDSCAPE NOTE 1. RE —MARK PARKING PACLINES INES (_4" WHITE — — TYP). EXISTING ELEVATOR, — STA 14+00 CATWALK, AND NORTH 3938356.50892 MECHANICAL ROOM TO EAST 11497625.08555 BE BE DEMOLISHED Elgv 604.48 V 0 O Z O 2 NONP GR\O g3 J Pov�\'k S TMP 32-10 CHARLOTTESVI LLE—ALBEM ARLE AIRPORT AUTHORITY D.B. 818 P. 210 �/ • •• • HENRI —1 —//— I 119 .� _� IIIIII' � , • . . •. 1 E WEU�! CG— CURB E E — I P t14 60 .90 - Lu LU w LR 0 r 3'x 3' iB ASPHA INEASEL"C E W W C S E EB W//BBASE E uD E ETE CG-3 E I— X STA 12+00 w [PAVEMENT] E 0 V, LIGHT POLE TO BE i 7 REMOVED i i LP W/BASE L`J 4 w _ I SEE LANDSCAPE NOTE 1 L EXISTING STAIRS W/B TO REMAIN W €€7 ESW CG-3 E _ E i.: PROPOSED NORTH ELEVATOR PAVILION STA 11+00 EXISTING PROPOSED EDGE OF PAVEMENT WATER LINE w ELECTRIC LINE —E E ELECTRIC VAULT LIGHT POST JUNCTION BOX ® Je SEWER LINE S DRAINAGE PIPE (RCP) o UNDERDRAIN UD BUILDING REPLACEMENT SIDEWALK REPLACEMENT PAVEMENT LIGHTING & ELECTRICAL NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 2. ALL ELECTRICAL INSTALLATIONS TO BE IN ACCORDANCE WITH NEC AND LOCAL CODE. 3. LIGHT POST NOTATION LP1 = 20' TALL POST (MATCH EXISTING LIGHTS) 4. LP1 LIGHT POSTS TO INCLUDE NEW CONCRETE BASES. 5. ALL NEW ELECTRICAL CABLING TO BE IN CONDUIT. CONDUIT TO BE UL LISTED SCHEDULE 40 PVC. 6. SEE LIGHTING PHOTOMETRICS AND DETAILS ON SHEETS E1-E3. LANDSCAPING NOTES: 1. LANDSCAPE PLAN UNDER DEVELOPMENT BY ANHOLD ASSOCIATES, SEE CONCEPTUAL LANDSCAPE PLAN ON SHEET L1. 2. ALL PLANT MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE TO ALBEMARLE COUNTY STANDARDS AND THE LANDSCAPE PLAN DEVELOPED BY ANHOLD ASSOCIATES. ELEVATOR PAVILION NOTES: 1. SEE ARCHITECTURAL SHEETS DEVELOPED BY PSH+ FOR THE NORTH AND SOUTH ELEVATOR PAVILION LAYOUTS, RENDERINGS, AND BUILDING MATERIAL FINISHES. SHEET INDEX � ao V u Fr1�/1 O U W m z a� Q �y w Q o lam✓ 19 w � r¢� w � w� w z j z� z )Z o C7 jr� l w O � FL o ¢ rn M CV CIS 5 0-i 0 I+I 4 Cp V 1 °� 4; 0 W 0 CIS 'r^ t^ _f � C3 wz as bk CIS O a Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DECEMBER 2020 Scale 1 "=20' Drawn REK Checked CRJ 44/ Project No. 2215-1902 ( 20' 0 20' 40' Sheet No. scale feet Of LIGHTING FIXTURE SCHEDULE TAG SYMBOL LOCATION MANUFACTURER CATALOG NUMBER LAMPS VOLTS 0 FIXT. LUMENS LLF FIXT. WATTS DA O PAVILION CANOPY PRESCOLITE LF4ML3030K8 3500K 120/277 1 2,000 1.0 21.7 OB O TOWER SOFFIT SIGN LIGHTS ALPHABET NU3 RW 13LM 35K WW UNV NC WH 3500K 120/277 1 1,050 1.0 17 © e-r-3 LONG TERM PARKING HUBBELL CL1-90L-AD-U-4K-4-105-BL--BC CIMARRON CL1 SERIES 184 LEDs - 4000K 70CRI 120/277 1 15,127 1.0 325 NOTES: 1. SEE DRAWING E3 FOR FIXTURE DETAILS. I r r U J �+5.5 8M 7.7 +6 4.8 +7.5 7.1 6 '5.3 '9.4 '9.9 '13.1 '12.5 '10.8 STAIRWAY ROOF OUTLINE 1 1 0 1 1 I 1 I I 4 I I s (TYP) r / - '3.6 '3.6 10.5 . 15.5 . 18.0 . 19.2 . 18.3/49.5 14.4 -3.5 2.6 1 ' 15.5'21.6'26.0'26.9'25.6' 9.6'13.317.1 '5.0 2.7 '15.7'21.4+25.8+26.0+24.8+18.8+12.615.8 '4.9 3.4 11 '10.8+15.3+17.8+18.1+17.2+13.6'8.6 13.6 '2.9 2.2 1 i1.3+'0.0 0 +4.1 +5.9 +6.7+'6.8 ±6�5 �5.3 ' J0.0 '3.5 3.0 '3.0 '3.8 '4.7 '6.1 '7.0 '7.5 '7.7 '7.6 '7.0 '6.2 '5.0 '4.4 4.3 J +_ .. I11111111WACiI:1►1111no SOUTH ELEVATOR TOWER LEVEL PLAN - �z�LIGHTING oPHOTOMETRICS '5.5 '7.5 '9.2 +10.5+10.2'8.6 '6.9 '4.8 '7.3 '9.5•+11.8+13.7+13.2+11.0'8.8 '6.3 '8.8 '11.7+14.5+16.6+16.1 +13.5+10.8'7.6 '9.7'13.2+16.3+18.3+17.9+15.3+12.1'8.3 '9.6 '12.9+15.9+18.1 +17.6+14.9+11.9'8.3 '9.5'12.7+15.7+17.9+17.4+14.8+11.7'8.2 '9.8'13.4+16.5+18.7+18.2+15.5+12.3'8.4 '9.7'13.2+16.3+18.5+18.0+15.3+12.2'8.4 '9.5'12.1+15.6+17.9+17.3.14.9+11.7'8.2 '9.7'13.2+16.2+18.4+17.9+15.2+12.1'8.3 '9.8'13.4+16.5+18.7+18.2+15.6+12.3'8.4 '9.5 '12$'15.7+18.0+17.4 +14.8+11.8'8.2 '9.6 '12.9+15.9+18.1 +17.6+14.9+11.9'8.3 '9.9'13.6+16.7+18.7+18.3+15.7+12.4'8.5 '9.6'13.0+16.0+18.2+17.7+15.0+12.0'8.3 • • ' ' ' ' 8.0+17.4+14.8+11.8'8.2 '9.8 '13.4+16.5' 8.7+18.2+15.5+12.3' . '9.8 '13.3'16.3'18.5'18.0'15.3' 2.2'8.4 '9.5 '12.41'15.7'17.9'17.4 14.9'11.7'8.2 '9.7'13.2+16.2+18.4+17.9+15.3+12.1'8.4 '9.8 '13.5+16.6 '9.5 '12$'15.7 • '9.6 '12.9'15.9 '9.9 '13.6'16.7 '9.7 '13.0'16.0 '9.6 '12.8'15.8 '9.9 '13.5+16.6 '9.7 '13.3'16.4 '9.3 '12.%'15.7 • + + 13.5'16.7'19.1 18.5 15.5 12.3 0.0 ' 14.9 +18.4 +20.7 +20.2 +17.2 +13.2 '8.6 '15.9+19.4+21.9+21.3+18.2'14.3'9.6 17.0+20.8+23.5+23.1 +20.0+15.8'11.0 ' 17.9 +22.0 +24.8 +24.6 +21.7 +17.3'8.2 UPPER WALKWAY CROSSWALK (TYP) 111990: TIM.11I311121\7 ROOF OUTLINE UPPER LEVEL QB (TYP OF 4) UPPER PLAN AND WALKWALKWAY - LIGHTING PHOTOMETRICS SCALE: 1" = 10'-0" C S G 0(TYP) 3.e 3.e Statistics Description Calc Zone *3 stair mid landing Sym + 11.6 fc 14.7 fc 7.3 fc 2.0:1 1.6:1 Calc Zone *5 lower stair tread + 8.5 fc 12.9 fc 4.8 fc 2.7:1 1.8:1 Calc Zone *6 upper stair tread + 13.6 fc 16.4 fc 11.3 fc 1.5:1 1.2:1 Calc Zone *7 upper walkway + 13.0 fc 1 24.8 fc 0.0 fc N/A N/A Calc Zone *8 lower stair landing + 9.2 fc 26.9 fc 0.0 fc N/A N/A 1 11 I I i I 7.7 5.5 z, 7s as 10.8' 12.5' 13.1' 9.9' 9.4' 5.3' 1 2.1 5.e 7.4 13.S 19.6' 25.4 264 26.0' 21.4 15.5' 1 • • • 3.4 4.9' 5.d12.6' 18.8' 24.8' 26.0' 25.8' 21.4 15.7+ 1 2.2 2.9' 3.4 8.e 13.6' 17.2' 18.f 17.8' 15.S 10.8' 1 3.0 3.e 0.0�3' Ur 6.e 6Y 5.9' 4.f = 0.e 1.3' 4. 4.4 5.e 6.2' 7.0' Te 7.7' Te Te 61 4.7' 3.e 3.0' I111119AI'm I:VICIP 4 U NORTH ELEVATOR TOWER LEVEL PLAN - �Z�LIGHTING oPHOTOMETRICS 2.S 4A' 6.9' Be 101' 10.5' 9.2' Te 5.e 3.4'6.S 8.8' 11.4 131' 13.7+ 11 A' •9.e 7.3' 4.6 Te 10.8'13.5' 16.f 16.e 14.4' 11.E 8A' 4.-'8.S 12.1' 15.3' 174 18.3' 16.3' 13.2' 9.7' 4. 8.S 114 144 17.e 18.f 15.9' 12.9' 9.e 4. 81' 10' 14.8' 17.4' 17.9' 15.E 12.E 9.e 4. 8.4' 12.3' 15.5' 181' 10' 16.4' 13.4' 9A' 4.4` 8.4' 12.2' 15.3' 18.0' 18.5' 16.3' 13.2' 9.7' 41 81' 10' 14.41 17.3' 17.9' 15.6' 121 9.5' 41 8.S 12.? 15.2' 174 18.4' 16.2' 13.2' 9.7' UPPER WALKWAY 4. 8.4' 12.3' 15.e 181' 18.7+ 16.4' 13.4' 9A' CROSSWALK � 8.2' 11.8' 14.J 17.4' 18.0' 151J2.8' 9.e 4. 8.S 114 144 17.e 18.f 15.9' 12.9' 9.e 4.4' 8.5' 12.4' 15.7+ 18.3' 18.7+ 16.E 13.6' 9.9' 4.-' 8.S 12.e ' 15.0 17.7+ 18.2' 16.0' 13.0' 9.e A(TYP) 4. 8.2' 11.8' 14.8' 17.4' • 18 ' . ' 8.5' 12.3' 15.5' 181' 18 t 16.5' 13.4' 9A' 4.4` 8.4 15.3' 18.0' 18 Er 16.3' 13.3' 9A' 4.<` 8.2' 11.7+ 14. 17.4' 17' 151121 9.e 4. ` 8.4' 12.1' 15.3' 174 18 ' 16.2' 13.2' 9.7' 16.6' 13.4' 9A' UPPER WALKWAY • 151J2.8' 9.e 15.9' 12.9' 9.6' 16.E 13.6' 9.9' ROOF OUTLINE 16.0' 13.0' 9.7' 15.8' 12.8' 9.6' 16.6' 13.4' 9.9' 16.4' 13.3' 9.7' • 15.E 12.6' 9.S 19'f 16.E 13.4' 0.0 12.3 15.5 18. U.' UPPER LEVEL 8.6' 13.2' 17.2' 20.2' 20.E 18.4' 14.9' 9.6' 14.3' 18.2' 21.3' 214 19.4' 15.9' 11.6 15.8' 20.6 23. T 23.e 20.8' 17.0' 81' 17.3' 21.E 24.6' 24122.617.9' • • • ®(TYP OF 4) UPPER PLAN AND WALKWALKWAY - LIGHTING PHOTOMETRICS SCALE: I" = 10'-0" ELECTRICAL LEGEND z LIGHTING ♦p AREA SITE LIGHTING FIXTURE O OPEN DOWNLIGHT FIXTURE M 0 RECESSED WALL WASHER FIXTURE EXISTING POLE MOUNTED LIGHT FIXTURE W 0 LIGHTING FIXTURE TYPE SYMBOL. M SEE LIGHTING FIXTURE DETAILS. Q TYPICAL LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES. KEY PLAN a 0 wof (>3 Q Q U O CV > Cn N [ifU_ N o Q of NNO ct1 -M P- s_ Lr) Of c6 O U 0 C C:)LU Q 1 0- O Q LJJ CD CU Lt'7 N = Z > M co ~ E w z - J 0 a- O7 Q fn O L U Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DECEMBER 2020 Scale 1"=10' Drawn PMW Checked KJN Project No. 2215-1902 10' 0 10' 20' I Sheet No. El 1 "=10' scale feet Of O 5 5 + Cn / ©(TYP OF 2) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.450.4 0.4 0 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.5 .5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 .6 0.6 0.5 6� 0. 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 �+ + + + + 5 0.9 0.8 .6 0.6 0.5 0.5 .5 0.6 + 0.5 0.5 0.5 0. 0.6 0.8 0.5 0. 0.6 .5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 C� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 0.3 0.5 0.8 1.0 0.8 0.6 0. �R.7 0.9 1.3 0.8 1. 1.5 1.3 0. 1.1 1.3 .9� 0. 0.7 0.6 0.8 1.0 0.8 0.3 0.2 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 0.3 0.5 0.9 1.6 2.2 2.6 .2� 2.0 .3 1.6 1.3 1.8 1.7 1.31.E .3 4R.2 2.2 2.6 2.2 1.6 0.9 0.3 0.2 0.1 0.1 �� �, JB UD 0.1 0.2 0.3 0.4 d - U. a' 4. ' iA + 03 + 0.4 + .6 + 0.8 1.2 + 1.7 + 2.4 + 3. + 4.7 + 54.2 + 6.5 8.4 + 7.7 + 5. + 6. + 6.1 5 4 + 4.7 + .7 + 3.3 3.3 + 3.7 + + 4.7 5. 6 0 + 5.5 + .7 + 8.4 6.4 + 5.2 + 6.1 + 5.4 + 4.7 + 3. + 2.3 + .7 + 1.2 0.8 + 0.6 + 0.4 + 0. + 03 + 0.4 + .6 + 0.9 1.3 + 1.9 + 2.6 + 4. + 5.8 + 65.6 + 5.3 5.3 + 5.3 + 7. + 8. 1 67 + 5.4 + + 3.6 3. + 4.1 + + 4 6. 7 6 + 6.9 + .3 + 5.3 5.3 + 8.6 + 7.7 + 6.5 + 5.8 + 3. + 2.6 + .9 + 1.3 0.9 + 0.6 + 0.4 + 0. + 4 + 0.5 + .7 + 1.1 1.6 + 2.2 + 2.9 + 4.1 + 5.9 + 8.9 U88 5.9 5.5 5.7 6. 9. ++++++++++ 9.0 7 4 5.6 .5 4.3 4.3 4.5 5.C} 7. 4 6.7 .7 5.5 5.9 8.0 9.3 8.0 5.9 4.1 2.9 .2 1.6 1.1 +++0 0.7 0.5 0. + 0.5 + 0.6 + 0.9 + 1.3 + 1.7 + 2.3 + 3.2 + 4.1 + 5.7 + 7.7 + 6.4 + 6.0 + 6.2 + 7. + + + + + + + + + + + 6 + 7.2 + 6.2 + 6.0 + 6.4 + 7.7 + 8.8 + 7.8 + 5.7 + 4.1 + 3.2 + 2.3 + 1.7 + 1.3 + 0.9 + 0.6 + 0.4 LOCATION DEYIOLISH�D ELEVATOR + 0.5 0.7 0.9 1.2 1.6 2.4 3.4 4.5 5.2 6.2 6.8 7.0 7.2 7.4 7.4 7.3 7.2 7.1 6.3 5.7 5.2 4.7 4.7 5.27 +OF 6.3 7.1 7.2 7.3 7.4 + 7.4 7.2 7.0 6.8 6.2 5.2 4.5 3.4 2.4 1.6 1.2 0.9 0.7 + 0.5 NEW PARKING + 0.5 + 0.6 + 0.8 + 1.1 + 1.6 + 2.4 + 3.4 + 4.4 + 4.8 + 4.7 + 4.9 + 5.2 + 5.7 + 6.0 + 6.0 + 5.6 + 5.3 + 5.2 + 5.4 + 5.6 + 5.1 + 4.6 + 4.6 + 5.1 + + + 5.6 5.4 5.2 + 5.3 + 5.6 + 6.0 + 6.0 + 5.7 + 5.2 + 4.9 + 4.7 + 4.8 + 4.4 + 3.4 + 2.4 + 1.6 + 1.1 + 0.8 + 0.6 + 0.5 + 0.4 + 0.6 + 0.8 + 1.1 + 1.5 + 2.2 + 3.0 + 3.8 + 4.0 + 3.8 + 3.7 + 3.8 + 4.1 + 4.3 + 4.3 + 4.1 + 4.0 + 4.1 + 4.5 + 4.7 + 4.5 + 4.3 + 4.3 + 4.5 + + + 4.7 4.5 4.1 + 4.0 + 4.1 + 4.3 + 4.3 + 4.1 + 3.8 + 3.7 + 3.8 + 4.0 + 3.7 + 3.0 + 2.2 + 1.5 + 1.1 + 0.8 + 0.6 + 0.4 + 0.4 + 0.5 + 0.7 + 1.0 + 1.4 + 1.9 + 2.3 + 2.7 + 2.7 + 2.7 + 2.8 + 3.1 + 3.3 + 3.3 + 3.4 + 3.4 + 3.2 + 3.1 + 3.2 + 3.5 + 3.7 + 3.6 + 3.6 + 3.7 + + + 3.5 3.2 3.1 + 3.2 + 3.4 + 3.4 + 3.3 + 3.3 + 3.1 + 2.8 + 2.7 + 2.7 + 2.7 + 2.3 + 1.9 + 1.4 + 1.0 + 0.7 + 0.5 + 0.4 0.4 + 0.5 + 0.7 + 0.9 + 1.2 + 1. + 1.7 + 1.8 + 1.8 1.9 + 2.1 + 2.4 + 2.5 + 2.6 + 2. + 2.6 + 2 0.4 + 0.5 + 0.6 + 0.8 + 1.0 + 1. + 1.2 + 1.2 + 1.2 1.3 + 1.5 + 1.7 + 1.8 + 1.9 + 1. + 1.9 + 1 0.3 + 0.4 + 0.5 + 0.6 + 0.7 + 0. + 0.8 + .8 + 0.9 1.0 + 1.1 + 1.3 + 1.3 + 1.4 + 1. + 1.4 + 1 + + + + + + + + 0.3 + 0.3 + 0.3 + 0.4 + 0.4 + 0. + 0.4 + .4 + 0.5 0.6 + 0.6 + 0.7 + 0.7 + 0.8 + 0. + 0.8 + 0 0.2 + 0.2 + 0.2 + 0.2 + 0.3 + 0. + 0.3 + .3 + 0.4 0.4 + 0.5 + 0.5 + 0.6 + 0.6 + 0. + 0.6 + 0 0.2 + 0.2 + 0.2 + 0.2 + 0.2 + 0. + 0.2 + .3 + 0.3 0.4 + 0.4 + 0.4 + 0.5 + 0.5 + 0. + 0.5 + 0. +2.3 .3 +2.5 +2.8 +2.9 +2.9 +2.8 +2.r2.6+ .7 +1.8 +2.0 +2.2 +2.2 +2.0 +1. + .3 +1.4 +1.4 +1.5 +1.5 +1.4 +1. + �11..33 1 + .0 +1.0 +1.0 ++1.3 1.0 1.0 1.0 1..(+ + .8 + .8 +0.8 +0.7 +0.7 +0.7 +0.7 +0 +0.8 + + 6 +0.6 +0.5 +0.5 +0.5 +0.5 +0 +0.6 + +0.5 + .5 +0.4 +0.4 +0.4 +0.4 +0.4 +0. +0.5 + PARTIALSITE AT DEMOLISHED ELEVATOR LOCATION - LIGHTING PHOTOMETRICS o i 3 + + 2.5 .6 + 2.6 2.6 + 2.5 + 2.4 + 2.1 + 1.9 + 1 + 8 1.8 + .7 + 1.5 1.2 + 0.9 + 0.7 + 0. + 0.4 1 7 + + 1.8 .9 + 1.9 1.9 + 1.8 + 1.7 + 1. + 1.3 + 1 + 2 1.2 + .2 + 1.1 1.0 + 0.8 + 0.6 + 0. + 0.4 3 + + 1.4 .4 + 1.4 1.4 + 1.3 + 1.3 + 1.1 + 1.0 + 0 + 9 0.8 + .8 + 0.8 0.7 + 0.6 + 0.5 + O.z + 0.3 + + + + + + + + + +0.5 +10.5 +10.5 +10.4 +10. + EXISTIN J POLE MOIL NTED 1.0 LIGHT 0. FIXTURE (TY D.) 0.6 0.5 10.3 8 + + 0.8 .8 + 0.8 0.8 + 0.7 + 0.7 + 0. + 0.6 + 0 + 5 0.4 + .4 + 0.4 0.4 + 0.4 + 0.3 + 0. + 0.2 6 + + 0.7 .6 + 0.6 + 0.6 + 0.5 + 0. + 0.4 + 0 + 4 0.3 + .3 + 0.3 0.3 + 0.2 + 0.2 + 0. + 0.2 .5 + + 0.5 .5 + 0.5 J0.6 0.5 + 0.5 + 0.4 + 0. + 0.4 + 0 + 3 0.3 + .2 + 0.2 0.2 + 0.2 + 0.2 + 0. + 0.2 = z TYPICAL LIGHTING a C� o O M a0 NOTE: L o m D¢� EACH OUTDOOR LUMINAIRE z Q'� EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS z O� o SHALL BE A FULL CUTOFF a LUMINAIRE AND SHALL BE c D E: Z x ARRANGED OR SHIELDED TO W z LLI REFLECT LIGHT AWAY FROM O z z ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. z THE SPILLOVER OF LIGHTING FROM C7 LUMINAIRES ONTO PUBLIC ROADS w AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES. KEY PLAN w a 0 cv > U - P CO N O LLJQ � O 04 p O L L Lf7 - O U 0- � 0 r z06o C Q L O ' _ Q aU U) LU N M CU W O (D J a__ Q Q -> iC CU o C- U Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verify the validity or applicability of the seal or signature,contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DECEMBER 2020 Scale Drawn PMW Checked KJN Project No. 2215-1902 10' 0 10' 20' Sheet No. 1 "=1 0' r scale feet Of I�7/fl o ry 1.1f LUMINAIRE DESCRIPTION: 1. RECESSED DOWNLIGHT THAT PROVIDES VOLUMETRIC LIGHTING. ltl tmH:l1I•IaKeffi%TI A00&9r00M, [fill ►rrl► M , II:109W013AVA&M0MA-03WA 3. REFLECTOR IS DIE -FORMED OF 0.40 LOW IRIDESCENT ALUMINUM AND SELF -FLANGED. 4. GALVANIZED STEEL JUNCTION BOX WITH BOTTOM -HINGED ACCESS COVERS AND SPRING LATCHES. TWO COMBINATIONS 1/2"-3/4" AND THREE 1/2" KNOCKOUTS FOR STRAIGHT -THROUGH CONDUIT RUNS. CAPACITY 8(4 IN, 4 OUT) NO. 12 AWG CONDUCTORS, RATED FOR 90°C. 5. UTILIZES HIGH -BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, ENSURING COOL -RUNNING OPERATION, CRI>80. 6. HIGH -EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER. 7. CERTIFICATION: UL LISTED AND WET LOCATION AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND LM-80 STANDARDS. 8. TYPE FE AND F1E PROVIDE 1300 LUMEN EMERGECY BATTERY. DETAIL BASED ON PRESCOUTE "LF4ML" SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING A 3,000 3500K LED 22.0 MVOLT RECESSED, CEILING RECESSED 4" LED OPEN DOWNLIGHT N. Mons �, o d a Ao n , LUMINAIRE DESCRIPTION: n.7i9- 1. RECESSED WALL WASHER DOWNLIGHT THAT PROVIDES DIRECTIONAL LIGHTING. 2. 16-GAUGE STEEL HOUSING WITH LEXAN FRAME, MOUNTING PAN AND REGRESSED BEZEL TRIM. 3. REFLECTOR IS ASYMETRIC WITH HIGH EFFICIENCY BRIGHT VIEW ANGLE BENDING REFLECTOR. :�H_��aara�:>��Ir���n��:[.:r[•::�:i•}:��rr:�:i•>t�r•:�e:m[e3�•>.���aK.3���1 5. UTILIZES HIGH -BRIGHTNESS LEDS MOUNTED TO A METAL CORE CIRCUIT BOARD, WITH THERMALLY ADVANCED ANODIZED HEAT SINK. 6. HIGH -EFFICIENCY, INTEGRAL ELECTRONIC LED DRIVER FLICKER FREE TO 1% 7. CERTIFICATION: UL LISTED AND WET LOCATION TESTED IN ACCORDANCE WITH ETLus UL1598 AND cETL STANDARDS. 8. FUXTURE IS MANUFACTURED IN THE USA. DETAIL BASED ON ALPHABET "NU3" SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING ® 1,050 3500K LED 17.0 MVOLT RECESSED, CEILING RECESSED 3" LED WALL WASHER A B C D E F G 6 3/4" 21 3/4" 16" 6 5/6" 6 5116" 5 sm.' 61/81, 171mm 552mm 406mm 168mm 160mm 143mm 155mm Upswept Arm ALA _T LUMINAIRE DESCRIPTION: 1. CONSTRUCTION: STYLISH VERTICALLY FINNED DIE-CAST SOLID TOP HOUSING FOR MAXIMUM HEAT DISSIPATION.; STOPS COLLECTION OF UNSIGHTLY DEBRIS FROM GATHERING ON TOP OF THE HOUSING. RUGGED LOWER DIE-CAST ALUMINUM HEAT SINK ACCELERATES THERMAL MANAGEMENT AND OPTIMIZES PCB AND OPTICAL PERFORMANCE. SEPARATE OPTICAL AND ELECTRICAL COMPARTMENTS FOR OPTIMUM COMPONENT OPERATION. ONE-PIECE DIE -CUT SILICONE GASKET ENSURES WEATHERPROOF SEAL AROUND EACH INDIVIDUAL LED FOR IP65 RATING. STAMPED BEZEL PROVIDES MECHANICAL COMPRESSION TO SEAL THE OPTICAL ASSEMBLY. WEIGHT: 45.0 POUNDS, EPA: 1.3 FT . SUITABLE FOR APPLICATIONS REQUIRING 3G TESTING PRESCRIBED BY ANSI C136.31. 2. COLOR FINISH: BLACK. 3. LED OPTICS: LEDs (QUANTITY AS SPECIFIED), HIGH BRIGHTNESS, WITH INDIVIDUAL ACRYLIC LENSES SPECIALLY DESIGNED FOR IES TYPE II, III, IV AND V DISTRIBUTIONS. COLOR TEMPERATURE: 4000K. 4. ELECTRICAL: UNIVERSAL INPUT VOLTAGE 120-277 VAC, 60HZ. AMBIENT OPERATING TEMPERATURE -40°C TO 40'C. AUTOMATIC THERMAL SELF-PROTECTION. DRIVERS HAVE GREATER THAN 90% POWER FACTOR AND LESS THAN 10% THD. LED DRIVERS HAVE OUTPUT POWER OVERVOLTAGE AND SHORT CIRCUIT PROTECTION WITH AUTO RECOVERY. DRIVERS RATED AT 1050 Ma FOR INCREASED LUMEN OUTPUT. LED ELECTRICAL ASSEMBLY, INCLUDING PR DEVICES, CONSUMES NO POWER IN THE "OFF" STATE. SURGE PROTECTION - 20KA; TURNS FIXTURE OFF AT END OF LIFE; INCLUDES LED FOR END OF LIFE INDICATION. 5. CONTROLS: DRIVERS ARE 0-10V DIMMING STANDARD. PHOTOCELL, OCCUPANCY SENSOR AND WIRELESS CONTROLS AVAILABLE FOR COMPLETE ON/OFF AND DIMMING CONTROL. 6. LUMEN MAINTENANCE: L90 AT 60,000 HOURS. 7. INSTALLATION: DIE-CAST ALUMINUM ARM DESIGN: THE DECORATIVE ARM OFFERS A SLEEK UPSWEPT LOOK. FIXTURE SHIPS WITH ARM INSTALLED FOR EASE OF INSTALLATION AND MOUNTS TO #2 DRILL PATTERN. LUMINAIRES SHALL BE MOUNTED IN HORIZONTAL POSITION WITH NO TILT FOR NO UPLIGHTING, FULL CUTOFF. 8. FINISH: TGIC THERMOSET POLYESTER POWDER PAINT FINISH APPLIED AT NOMINAL 2.5 MIL THICKNESS. 9. WARRANTY: 5-YEAR LIMITED WARRANTY. 10. LISTINGS: LISTED TO UL1598 FOR WET LOCATIONS. IP65 RATING. 11. MODELS MEET DESIGNLIGHTS CONSORTIUM (DLC) QUALIFICATIONS. DETAIL BASED ON HUBBELL LIGHTING - MODEL #CL1-AD-90L-U-4K-4-105-BL-BC TYPE LUMENS LAMP TYPE INPUT VOLTAGE MOUNTING WATTS LED 17'-6" POLE - MOUNTED TO 15,127 4000K 325.0 120/277 2'-6" (AFG) CONCRETE BASE LED POLE MOUNTED FIXTURE Z z O L N CD z ¢+ p Q l� b NN L� a 2Swo N .. o0 L_LJ z o W W W U o z^^ Q V � W Q 0 co 'E � a3 W W °> U CD M CV Cn Q CD CU CV o LLID C? U I CD CD �C�6 CD ca. W p Q CZ LO a> M E W O (> 0 a� z3) Q to Ca o CU C_ U Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption,or unauthorized use of such document. To verity the validity or applicability of the seal or signature,contact Design Professional. ARB REVIEW NOT FOR CONSTRUCTION Date DECEMBER 2020 �coie 1"=10' Drawn PMW Checked KJN Project No. 2215-1902 Sheet No. E3 Of _ i _ COMM MH TOP 618.25 E ELECTRIC VAULT W W + LP 6d WERSEONE GROUNDCOVER J WITH LARGER ROCKS J J J J J J STONEFAVINGUNDFR ROOF J J J J J ARFATYMCAL J J J J J J 6d WERSEONE GROUNDCOVER J J J UNDER ROOF AREA TY%CAL J + J LP W/BASE STA 16+00� x 01 - OVERALL LANDSCAPE PLAN + Ili l LP ❑7 m I IS„ 0 RCp -w W / OSSI EEL TRIC OR MMU CATIO LINE ELECTRIC 0 0 VAULT BOWEN LOOP — W W W WOODYSHRURSWITH O L_Ju J TREES AND ROCKS '3 SSMH O WOODY SHRURSWITH O 4 TOP TREE] AND ROCKS PWL 617.99 6 LLI + 4 S FLAG J 15" RCP `\ LP W/BASE 15 RCP J j POLES J J J J LP PATN)LOOKOUr J J J JJJ J J J J J J J J J) NAME GRASSES AND J J J J) BSW BSW BSW J J J J J WRDROWERS WOOOYSHRURS WITH TREFS J J J J J J J J J AND ROCKS J J J J J) J J J J J ) J J J J J J J J J J J J J J NATIVEGRASSESANDWRDROWERS LAWN ARFAS TO REMIAIN J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J WOODYSHRURS J J J J J) J J J J J J J) J J J J J J J J J J J J J J J) WOODY SHRUBS J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J) J J J J J J J J J J J J J) /1 ) J J J J J J J J J J STA 15+00 J JJ JJ JJ JJ JJJ J + LP W/BASE + + CG-3 CONCRETE SIDEWALK BSW'. ; . '�>~'8;.1X1 R 'r • .. -S = , `,•FR ':Bsw.'* CSW STA 14+00 NORTH 3938356.50892 EAST 11497625.08555 Div 604.48 I N 1 �I■I�I�I �-1-1 11111 IIIIi■IIIIII�II ••. 111 I I I I I I III _ _ • • • . • I1�!�1���1�1;IIIIIIIIIII � IIIII _ � �����\ � LP W/BASE [SW 0 q CG-3 CON e 1° l al:. N 0 5 10 20 SOUTH PAVILIC N I a . d° . 02 - SOUTH PAVILION LANDSCAPE DETAIL STA 13+00 EB ❑ -WSW W W v O 3 EB ❑ LP W/BASE J J < WOODY SHRUBS WRH J J J TREES AND ROCKS Q J J J J G 4 J J J J LAWN AREAS TO REMIAIN J6 RGP JJJJJJJJJJ J J NATIVEGRASSESANDWILDROWERS J J J J I— J J J J J J J J J J J J J J J J J J J J J WOODYSHRURS J J J J J J J J J J J J J J �9 LP W/BASE + L } Ve f / ASPHALT BASELINE "C" WOODY SHRUBS WITH TREES AND ROCKS 36„ RCP NATIVE GRASSES AND WILDFLOWERS U CG-3 WOODY SHRUBS CG-3 STA 12+00 w J J � J J J I J J J J i J J J J J J J J J J J J i L J J J J J J J I In 1 J J J J J J J 1 J J J J J J J i 03 - NORTH PAVILION LANDSCAPE DETAIL I RRRRRR�lu 1. �VI'I �41 IIN. I � I I�I.1 �y I /• 6RRRRR.r P c�—sw CG-3 B ASPHALT NO FAVIUON STA 11+00 0 10 20 40 N I I I I I I I DSO TLJ O W/BASE 9 6-8" RIVERSTONE GROUNDCOVER J WITH LARGER ROCKS UNDER ROOF J J J AREA TYPICAL J J J J J J J STONE PAVING UNDER ROOF J J J AREA, TYPICAL J J J J J J J J J J J J 6-8" RIVERSTONE GRPUINDCOVER J J J UNDER ROOF AREA, TYPICAL J z—jj W/BASE J + ' d ° 9. d CG-3 NORTH PAVILION 0 5 10 20 vv vv vv y W C`° �. WOODY SHRUBS WITH TREES AND ROCKS 3 O SSMH O WOODY SHRUBS WITH TOP TREES AND ROCKS PWL 617.99 ;CP 11� — J 4 S FLAG 5 5 J J 15 RCP POLES J J LP J J J J J J J L J J J J J J J J J J J J J NATIVE GRASSES AND J J J J J BSW BSW BSW J J J J J WILDFLOWERS J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J WOODY SHRUBS J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J +J J J J J + 4 7< °d d BSW CSW PARKING ELEVATOR AND STAIR CH ARLOTTSVILLE— ALBEMARLE AIRPORT CLIENT 100 BOWEN LOOP #200 CHARLOTTESVILLE, VIRGINIA ADDHESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.466.4422 ANHOLDLA.COM LANDSCAPE PLAN REVISION: NO. DESCRIPTION DATE SCALE: 1" = 20', 1" = 10, NAME: CONCEPTUAL LANDSCAPE PLAN SHILLI NUMBER: L 1.00 DATE: DECEMBER 15, 2020 04 - PATIO LOOKOUT LANDSCAPE DETAIL ©Anhold Associates 2020 SOUTH ENTRY PAVILION r 00 no 120' 0 NORTH ENTRY PAVILION TALBER f & BRIGHT CHO Charlottesville - Albemarle Airport (CHO) PSH + LO1Ni0U5NFE 51 RE Fr n�CNMONO. VP )ll]0 Sheet Al: Site Plan - Option B PAM A R P O R T Copyright W20-PSH+ Use of this work in whole or in part if forbidden wtthoot mpressetl wntten consent -"JPPP"- CHO A I R P O R T Charlottesville - Albemarle Airport (CHO) Sheet A2: Level 2 - Option B TALBERT & BRIGHT PAM PSH + LO1Ni0UFNFE 51REFr p�CNMONO. VP )ll]0 pxww VSNplue Hemp Copyright W20 - PSH+ Use of this work in Wnole or in part if foNciden without mpressetl wnften consent EXISTING GRASS SLOPE 181 EXISTING STAIRS TO REMAIN DECORATIVE STONE OR HARDSCAPE I I � I � I � I I I I I I I I 'I I I I I ��� I I � ' AI I I CHO A I R P O R T Charlottesville - Albemarle Airport (CHO) Sheet A3: Level 1 - Option B EXISTING GRASS SLOPE TALBERT & BRIGHT PAM PSH + LO1Ni0UFNFE 51REFr p�CNMONO. VP )ll]0 pxww VSNplue Hemp Copyright W20 - PSH+ Use of this work in Wnole or in part if foNciden without mpressetl wnften consent 32-1 EAST ELEVATION CHO A I R P O R T NORTH ELEVATION Charlottesville - Albemarle Airport (CHO) Sheet A4: Elevations - Option B TALBERT & BRIGHT PSH + 10]NiOUFNFE S)REFC niCn40N(1. VP )ll]0 Apopn w^w V511p ue Hemp Copyright 2020 - PSH+ Use of this work in whole or in part if forthidden w thoO expresser! written consent 8'_0" 24,_$„ ' ivuK'�lia �iDrB�!i1�II'Ci�. I Q� U I o CROSS SECTION - LOOKING EAST ---wppw- CHO A I R P O R T ��''�uRllpp ��h ICI III I Il II IIHIIIIIUNUIUIIHIIIIIII► fp �N LONGITUDINAL SECTION @ CROSS WALK - LOOKING NORTH Charlottesville - Albemarle Airport (CHO) Sheet AS: Sections - Option B EXISTING STAIR + RAILING TO REMAIN TALBERT & BRIGHT PAM PSH + LO1Ni0UFNFE 51REFr p�CNMONO. VP )ll]0 pxww VSNplue Hemp Copyright W20 - PSH+ Use of this work in whole or in part if forbidden wtthoot mpressetl wntten consent C c a 20 CHO A I R P O R T 107'-5" EXISTING DROP OFF CANOPY E �LOW CONNECTOR _________ YY CANOPY `I r I �► F { C o m - - - + + + - + t + + + UPPER LEVEL CEILING PLAN (TYP. @ 2) LOWER LEVEL CEILING PLAN (TYP. @ 2) Charlottesville - Albemarle Airport (CHO) Sheet A6: Ceiling Plans - Option B ALUMINUM COMPOSITE MATERIAL SOFFIT PANELS REFINISHED METAL PANELED EILING (MATCH EXISTING) V LED DOWNLIGHTS TALBERT & BRIGHT AnPSH + lO�NFOUENFE SrPFE� uuONO V< i en a nnxw YSNo �'� Copyright 2020 - PSH+ Use of this work in whole or in part if forthidden withoO expresser! written consent ---"J/ CHO A I R P O R T Charlottesville - Albemarle Airport (CHO) Sheet A7: Parking Perspective View - B TALBERT & BRIGHT PAM PSH + LO1Ni0UFNFE 51REFr p�CNMONO. VP )ll]0 pxww VSNplue Hemp Copyright W20 - PSH+ Use of this work in whole or in part if forbidden wtthoot mpressetl wntten consent CHO A I R P O R T Charlottesville - Albemarle Airport (CHO) Sheet A8: Axonometric - North Pavilion TALBERT & BRIGHT PAM PSH + LO1Ni0UFNFE 51REFr p�CNMONO. VP )ll]0 pxww VSNplue Hemp Copyright W20 - PSH+ Use of this work in whole or in part if forbidden wtthoot mpressetl wntten consent CHO A 1 R P O R T Charlottesville - Albemarle Airport (CHO) Sheet A9: Axonometric South Pavilion TALBERT & BRIGHT PSH + 10]NiOUFNFE S)REFC niCn40N(1. VP )ll]0 Apopn w^w V511p ue Hemp Copyright 2020 - PSH+ Use of this work in whole or in part if forthidden w thoO expresser! written consent ---"WPPP- CHO A I R P O R T Charlottesville - Albemarle Airport (CHO) Sheet A10: East Approach View from Entrance Corridor (w/ trees) TALBERT & BRIGHT PAM PSH + 10]NiOUFXFE 51REFr p�Cr�MONO. VP ]1]]0 pxww VSllp ue Hemp Copyright W20 - PSH+ Use ofthis work in whole or in part iffoibidden wtthoot mpressetl written consent CHO A I R P O R T hJl:l 110 =1 iyi 121 CAI I Charlottesville - Albemarle Airport (CHO) Sheet All: Exterior Materials GLASS TALBERT & BRIGHT PAM PSH + 10]NiOUFXFE 51REFr p�Cr�MONO. VP ]1]]0 pxww V511p ue Hemp Copyright W20 - PSH+ Use of this work in Wnole or in part if foNciden without mpressetl wnften consent SITE PLANS VIL E A CHARLOF L BEMARLEAIRPORT FOR SIGNATURE: DULY"T5, 2015. � � �\ 1 \ OTT E S �/' 1� � E Y I �G � N' / ` MINIMUM SETBACK AND YARD REQUIREMENTS: _ i� rM r AREA AND BULK REGULATIONS WITHIN THE RA, RURAL AREAS, ZONING DISTRICT ARE AS U?rLi FOLLOWS: u.w�y„+0r?'N�Mv'Cdn"+,� smlriro...1'5 k> ' Q OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILL:E, VIRGINIA 22901 PHONE NO: (434) 973-8342 PLAN PREPARER: DELTA AIRPORT CONSULTANTS, INC. WILLIAM ESCHENFELDER ADDRESS: 9711 FARRAR COURT, SUITE 100 RICHMOND, VIRGINIA 23236 PHONE NO: (804) 275-8301 ZONING: RA, EC fAX MAP: 32 PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA PROJECT DRAINAGE AREA: IMPERVIOUS COVER: EXISTING: 9.34 AC PROPOSED: 10.88 AC LIMITS OF DISTURBANCE: 5.90 AC AREAS OBTAINED FROM PROJECT AREA STORMSEWER MAPS 5 � a DIVISIONS BY RIGHT DIVISIONS BY SPECIAL USE REQUIREMENTS (AMENDED 8-14-85) PERMIT (AMENDED 8-14-85) GROSS DENSITY 0.5 DU/AC 0.5 DU/AC MINIMUM LOT SIZE 2.0 ACRES 2.0 ACRES MINIMUM FRONTAGE EXISTING 250 FEET 260 FEET PUBLIC ROADS MINIMUM FRONTAGE INTERNAL 150 FEET 150 FEET PUBLIC OR PRIVATE ROADS YARDS, MINIMUM: FRONT (EXISTING PUBLIC ROADS) 75 FEET 75 FEET FRONT (INTERNAL PUBLIC OR PRIVATE ROAD) (AMENDED 11-13-91) 25 FEET 25 FEET SIDE 25 FEET 25 FEET REAR 35 FEET 35 FEET MAXIMUM STRUCTURE HEIGHT 35 FEET 35 FEET (s 20-10.4, 12-10-80, 8-14-85; s 18-10.4,.ORD. 98-A(1), 8-5-98; ORD. 08-18(7), 11-12-08) (COUNTY CODE 18-10.4) SDP-20-1.14m0001 9 THIS SITE IS WITHIN A WATER SUPPLY PROTECTION AREA. 1 ti f I T w 1'"1 m /'1 I ,run / T \ 1 e 1 '1 /'1 /1 z A N t ' Nd�fC4i gr�'Y A • .F • p'J i Z' �d- i54 Ji'.�lltt r t `�iIQowfi�l'�C.. P{..r1i•C ,c.+-+.)YtirlY_t,>,.r.,_ �?4' Y t � � � � ��ff..ii" DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS DEPARTMENT OF 'i7, DEPARTMENT OF TRANSPORTATION-);j� DEPARTMENTVIRGINA HEALTH a�i+''w�_wmr� a- MI ,�. C�" a ai SHEET TITLE NO. 1 COVER SHEET aANTITIES 3 GENERAL NOTES 4 MANAGED STEEP SLOPES AND ALBEMARLE COUNTY NOTES & NAT_S 6 DEMOLITION LAYCU'f 7 GEOMETRIC LAYOUT 8 GRADING & DRAIKAGE 9 GRADING & DRAINAGE - BASIN No. 8 L1 fl O SEDIMENTGeNTROI 1 AYOIJT 1? & SEDIMENT GBNTRO6 6A*GU::F GONTReL NOTES ,ENT ENT GGNTRGI= 9ETn16S 14 MARKING LAYOUT AM ;: GUT & 9ETAI6S 16 PAVING & MARKING DETAILS & TYPICAL SECTIONS ss 19 29 DRAINAGE 9ET-AI:-8x- p A EMENT DETAILS 22 .^' UTILITY LAYOUT 23 UTILITY LAYOUT 24 UTILITY DETAILS ._ 25 DRAINAGE & WAT-RLINE & CENTERLINE PROFILES �26 GROSS E 86S;PT-Ar10-20 STAr1340 27 �s 66SR—ST/113*2a aT/116¢00 L-1 LANDSCAPE PLAN, L-2 LANDSCAPE PLAN L-3 SIGN DETAILS L-4` LANDSCAPE, SIGN, AND LIGHTING DETAILS L-5 LIGHT & PHOTOML-TRIC PLAN 1 OF 2 AIRPORT PROPEF.TY MAP 24 OF INTERSECTION SIGHT DISTANCE PLAN & PROFILE 29 Zf AIP NO. JOB NO. a x o LTx o SURFACE PARKING EXPANSION � o o I �¢,A ;' j fi Ll yy�P fi Lf NON-AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET go 9711 Farrar Court, Suite 100 - .:. x u v DELTA AIRPORTO, H + ` O WILLIAM M. MJH . x - \ USAN E. SOW >� RlCiltT10l1C�, Virginia 23236 �► \� U > U ESCHENFELDER LIC.N0.026212 - COVER. SHEET DESIGNED BY: . ,g LIC. NO.045144 �Q phone: (804) 275-8301 + fox: (804)275-8371 �1/ .!1 at— w� Apo ) �� SEW/WME of www.deIta`air ort.com CONSULTANTS, I NC o�F '��hw n�7l��I��wp G ! G SCALE: DATE:X No. REvlsioNs BY APP. DATE. SSIONnL a� Ss�otvnc �`' CF'IARLOTTESVILLE-ALBEMARLE AIRPORT AS SHOWN JULY 2015 z _ -. / ✓i . n :.i/��i. r „, ;,/�;i /;,/;-:. //����:'ri;:/ � . I w,�,.•---,,;;;'? I -- I� ; -�-- i l_'- l III I I I IIII I I ///Tl i/ I ./ , / /./ // / -1- I� l _ ✓ j / % S RT R ECOP10'MY I -�/ IE 10IPAGES - 1 2 SPACES / . I' .- :'i'/ //, ✓, � (IIII I I� -/. ., / /•ii J n� I psI I I I , % ♦ °-,h I � IIII II ill //, ^ - V ON 7-21-2016 REVISION 7-21-2016 !i 0;/I (I h�♦�I I I! I I I I I I I I ((I I �/ / ,' L y r _ ! - - /✓/��. . . • • - '' % - 1' ALB & BRIGHT ` �LLLL� tG. 1 - }%•:;; /r i MOLISH IR ASE, DEMOGtStAND �_ • / RADE AND STABILIZE � RECONSTRUC ! REVISION 7-21-2016 \ /� "-�/'/ ;' WITH f,.A -- W �`'` k4,10 < n " m LISH AND / ^^'� 5- i�•^ •'fir , . 3_., j F I $• c ;b� $$`mdD. I 1t' !!.i� _�i?"''3�'1,1., ,,� x:, r£,`fi'�'w:s'Y .�.,.._ r;• .azU'. : .. .F , .�,�.. .a• . _ ... ... 'k. .emus(_. �.iE� :,.,. .. .,,.• .... .... :.:.:� : - ,. _ � ,,,..>Krrca'� /�� _w - RECONSTRUCT �e a - , .i, I711(j IRCASE ,IIII, III Ii1II IIIIII � _ >• . - <-:,N..�. , ,:.� . •. .._.� . �� . I `�� 1 \ OVERFLOW � .�.��` _., , L I I I I I I I I I I I I (•�I , I I I I I I I I I I I I I IIII . I I I I L I I �' : 201 SPACES T// /: ! _. o • . - ._°�� ,. \ " ;�., ; i 1 L'1�I I I I I IIII _ i l j l i I (I L • ,1 t/_L.v:_� (i I I I I I I L'I. I I I I i. ! I. I I I I .:.I �1-I� �.�I.1t._L(_I�����,� i III I J_I�I- w � �i,II,IIt�I�(�(�I„L11,7(,:��T�I. II II � IIUliilliili IIII .li Illli�ll� illili lli o LONG T`=RM 748 SP CES I I a _ I I• Hi 1. I`�IG.jji.r� I Ili I Ili I it I_1Ii i!IIIL�IIIiII,IIIII,:.Ilili !II II l I 11I iI IiII!TII i71 i�I�IIIUII I 'I i :1 _L!'�II! 1!�_,�IIIIII I ;I I� III' II Ir I I I _ I ( �, I I .' I. L I I ITIIl ii,ilii1l�n iIII11 I IIIiiI 1 ,� 1:I 1�1 I:I 1 1II(UI�I I��fTI!I 7-1�1,,,/ �i , 1 I Itl1�l i� II i11 II IU III II I 111.1 it II': I IIII II 1ll�Ill11 l I I ... . _ _ mow. ,. f � SF.,.f �•- t x.V�yy '.�� r � � K EMPLOYEE �.. _ _ .. 147 SPACES a01 � TYPE OF PARKING NO.OF SPACES HANDICAP SPACES PASSENGER: LONG TERM 748 SHORT TERM 108 ECONOMY 132 OVERFLOW' 201 TOTAL: 1,189 22 EMPLOYEE: PROPOSED 147 FUTURE 21 TOTAL: 168 6 TOTAL REQUIRED: 28 HANDICAP: EXISTING 25 PROPOSED 3 TOTAL PROVIDED: 28 4 TOTAL SPACES. IN NOTE. THE EXISTING OVERFLOW PARKING HAS 17 , � LOTS, NO ADDITION OR SUBTRACTION OF - _J , _ ALL OTHER PASSENGER O � _ , - PACES ARE PROPOSED AND THE NUMBER ABOVE INDICATES % r- .fixeUvsax S 4* u .. EXISTING AND PROPOSED. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT" STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED GENERAL CONSTRUCTION NOTES 1. .THEPLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE. CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PROPERTY. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO PRIOR TO THE FINAL INSPECTION. ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BEAT 75 TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUA THE PERMIT..WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. RY TO CONSIST A 50/50 MIX OF ANNUAL TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY 2; ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. BM# DESCRIPTION ELEVATION NORTHING g - EASTING 3716 CAP 602.30 3937799.644 11497952.214 3729 CAP 605.90 ; 3937352.957 114497779.431 3731 PK 605.14 3937500.758 11497689.392 3735 PK 601.03 3937340.051 11497548.070 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO Un AS THE FIRST STEP IN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH.THE APPROVED CLEARING. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER PERMANENT SEEDING AND MULCH. VERTICAL DATUM IS NAVD88" AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4 EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER -6 _ 4. A COPY. OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT INCHES OF SOIL: FERTILIZER SHALL RE APPLIED AT 1000LBS/ACRE AND CONSIST OFA 10-20-10 NUTRIENT ' CONSTRUCTION. ALL TIMES. ' MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95'% KENTUCKY 31 OR TALL EA ARE TO BE FERTILIZED SEEDED AND MULCHED - FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 4. ALL SLOPES AND DISTURBED AREAS , 5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS 80LBS/100SF: ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. ' (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL. SUBMIT RIZ NTAL.VERTICAL . WHERE REASONABLY OBTAINABLE 2 '. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HO O ) A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN 19. MAINTENANCE: ALL MEASURES ARE TO BE. INSPECTED WEE D I LEGEND ' LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. WEEKLY AN AFTER EACH RAINFALL. ANY DAMAGE APPROVING AUTHORITY. OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED DI 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAYBE REQUIRED WHEN IN THE OPINION OF THE WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. E ME ALL SEEDED AREAS ARE TO BE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS: SILT FENCE.AND DIVERSION DYKES PROJECT OUTFACE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE FLAN APPROVING WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED CHANNEL AUTHORITY. IMMEDIATELY. - - - AIRPORT PROPERTY LINE (APPROX.) 7.. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MA NUAL FOR UNIFORM TRAFFIC 7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES. DURING 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF -o ALBEMARLE COUNTY STREAM BUFFER CONTROL DEVICES. LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT To APPROVAL BY THE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. COUNTY EROSION CONTROL INSPECTOR. - - FUTURE DEVELOPMENT 8. DURINGbEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF �► HAUL ROUTE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICAULY AND AFTER EACH APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) CONSTRUCTION INDUSTRY (29 CFR PART 1926): CE CONSTRUCTION ENTRANCE RUNOFF PRODUCING RAINFALL EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE ' B D I EFFECTIVENESS OFL THE EROSION CONTROL SHALL A L E MADE IMMEDIATELY. Y. 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE 9 MONTHS AFTER' 10. FIELD SURVEY INFORMATION WAS PROVIDED BY: THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. ( WATER PROTECTION ORDINANCE SECTION CSA CONTRACTOR STAGING AREA :- ROUDABUSH GALE AND ASSOCIATES INC 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 17-207B) - ? CEP CONTRACTOR EMPLOYEE PARKING 914 MONTICELLO ROAD -. .. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT CHARLOTTESVILLE, VIRGINIA 22902 MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS (434) 977-0205 EXISTING MANAGED STEEP SLOPES DATE. JANUARY 2014 N 12: BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM m ORDINANCE SECTION 5.1.28. MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A a 11. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY. LIMITS OF DISTURBANCE GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN WITH SECTION 13-301.OF THE CODE OF w POTOMAC AERIAL SURVEYS ALBEMARLE. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. ✓� Yl € 3 FREDERICK COUNTY AIRPORT - 1319 BUCHEIMER ROAD E m - _ 14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE C £ � ONVERTED TO PERMANENT FRE698-99 , MARYLAND 21701 THE HOURS OF 7:OOAM TO 9:OOPM. STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS 303-698-9944 100 0 100 200 EXISTING CRITICAL SLOPES PER ALBEMARLE COUNTY GIS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. m - L ' -' DATE: NOVEMBER 2011 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED ^ 3o SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND SCALE: 1"=100' FEET UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) N IMPROVEMENTS; AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE: e ALP NO. JOB NO. - J �ALTxoF SURFACE PARKING', EXPANSION NON (LOCAL ONLY) 12064 Y g� 9711 Farrar. Court, Suite 100 0 , - DRAWN BY: SHEET LL�AMM. � MANAGED STEEP SLOPES AND 9 : Richmond Virginia 23236 DEL r� AIRPORT 4 ... � g � � V ESCHENFELDER y _ 'DESIGNED BY:. uc. D.U45144 ALBEMARLE COUNTY NOTES OF - phone: (804) 275-8301 fax: (804) 275 8371 o a S /WME �00�, 7�S +� �ww o Z'� w�,vw.dettaairport.com CONSULTANTS, INCe f0 3 LL SSjoNaL ECG SCALE: DATE:27 W No. REVISIONS BY APP. DATE CHARLOTTESVILLE-ALBEMARLE AIRPORT = aoo DULY zo14 Z